Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Roozbeh Geraili Mikola"'
Publikováno v:
Indian Geotechnical Journal.
Various earth-retaining structures are extensively used in different civil engineering projects. Using the results of experimental and numerical modeling, the effect of the earthquake loading on the distribution of the earth lateral pressures on base
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8469b46b0d3611d0ef3dbd3c2e454384
https://doi.org/10.1007/s40098-023-00733-4
https://doi.org/10.1007/s40098-023-00733-4
Publikováno v:
Candia, G; Mikola, RG; & Sitar, N. (2016). Seismic response of retaining walls with cohesive backfill: Centrifuge model studies. Soil Dynamics and Earthquake Engineering, 90, 411-419. doi: 10.1016/j.soildyn.2016.09.013. UC Berkeley: Retrieved from: http://www.escholarship.org/uc/item/3970f9t1
Soil Dynamics and Earthquake Engineering
Artículos CONICYT
CONICYT Chile
instacron:CONICYT
Soil Dynamics and Earthquake Engineering
Artículos CONICYT
CONICYT Chile
instacron:CONICYT
© 2016 Elsevier Ltd Observations from recent earthquakes show that retaining structures with non-liquefiable backfills perform extremely well; in fact, damage or failures related to seismic earth pressures are rare. The seismic response of a 6-m-hig
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b0a483386d036071fed4d644f7aec652
https://escholarship.org/uc/item/3970f9t1
https://escholarship.org/uc/item/3970f9t1
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering, vol 142, iss 10
Mikola, RG; Candia, G; & Sitar, N. (2016). Seismic Earth Pressures on Retaining Structures and Basement Walls in Cohesionless Soils. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 142(10). doi: 10.1061/(ASCE)GT.1943-5606.0001507. UC Berkeley: Retrieved from: http://www.escholarship.org/uc/item/3h28s6p4
Mikola, RG; Candia, G; & Sitar, N. (2016). Seismic earth pressures on retaining structures and basement walls in cohesionless soils. Journal of Geotechnical and Geoenvironmental Engineering, 142(10). doi: 10.1061/(ASCE)GT.1943-5606.0001507. UC Berkeley: Retrieved from: http://www.escholarship.org/uc/item/2nz3b9m7
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, vol 142, iss 10
Mikola, RG; Candia, G; & Sitar, N. (2016). Seismic Earth Pressures on Retaining Structures and Basement Walls in Cohesionless Soils. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 142(10). doi: 10.1061/(ASCE)GT.1943-5606.0001507. UC Berkeley: Retrieved from: http://www.escholarship.org/uc/item/3h28s6p4
Mikola, RG; Candia, G; & Sitar, N. (2016). Seismic earth pressures on retaining structures and basement walls in cohesionless soils. Journal of Geotechnical and Geoenvironmental Engineering, 142(10). doi: 10.1061/(ASCE)GT.1943-5606.0001507. UC Berkeley: Retrieved from: http://www.escholarship.org/uc/item/2nz3b9m7
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, vol 142, iss 10
© 2016 American Society of Civil Engineers. Observations of the performance of basement walls and retaining structures in recent earthquakes show that failures of basement or deep-excavation walls in earthquakes are rare even if the structures were
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::933c91f58f6286d43277d3baf5b2b70b
https://escholarship.org/uc/item/2nz3b9m7
https://escholarship.org/uc/item/2nz3b9m7
Autor:
Roozbeh Geraili Mikola, Yiming Sun, John I.Chiang Yao, Matthew R Crow, Martin B. Hudson, John T Waggoner, Jacqueline L Patterson
Publikováno v:
Geotechnical and Structural Engineering Congress 2016.
The Wilshire Grand redevelopment project in downtown Los Angeles includes demolition of a 16-story hotel and construction of a new 73-story tower. Construction of the basement and foundation of the new tower required excavation up to 93 feet deep (28
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a0d586199a87986c11971094ef52c3e9
https://doi.org/10.1061/9780784479742.156
https://doi.org/10.1061/9780784479742.156
Publikováno v:
Mining Technology. 120:148-157
The original (i.e. first order) discontinuous deformation analysis (DDA) formulation has two main shortcomings. First, a linear function is used to represent the displacement field in the blocks. This formulation implies that the state of stress (and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c18b9607aab651c9ba2a59e5990dc2e
https://doi.org/10.1179/1743286311y.0000000006
https://doi.org/10.1179/1743286311y.0000000006
Publikováno v:
Computers and Geotechnics. 35:346-356
This paper presents a new contact calculating algorithm for contacts between two polyhedra with planar boundaries in the three-dimensional discontinuous deformation analysis (3-D DDA). In this algorithm, all six type contacts in 3-D (vertex-to-face,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c3813e657f495be60f51cc7aaec902e
https://doi.org/10.1016/j.compgeo.2007.08.006
https://doi.org/10.1016/j.compgeo.2007.08.006
Observations of the performance of basement walls and retaining structures in recent earthquakes show that failures of basement or deep excavation walls in earthquakes are rare even if the structures were not designed for the actual magnitude of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6c17565eaf388cf71bd738d507fd8d96